• 한국수자원학회논문집
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• 제49권4호
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• pp.315-325
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• 2016

일반적으로 하천의 유량은 댐과 같은 수공구조물에 의해 조정된 유량으로 수자원계획을 위해서 필요한 자연유량과는 차이가 크다. 수자원계획을 수립함에 있어 자연 유입량 정보는 댐 운영과 수문분석을 위한 필수적인 정보이다. 본 연구에서는 댐 유역 일유입량 모의기법을 위한 통합 모형을 개발하였다. 첫째, 장기 강우-유출 모형의 입력강우자료로 사용하기 위하여 평균 및 중앙값과 같은 통계적 모멘트를 효과적으로 재현하고 극치 강우량 재현에 유리한 불연속 Kernel-Pareto 확률분포 기반의 강우모의기법을 통하여 강우모의를 수행하였다. 둘째, SAC-SMA 장기 강우-유출 모형의 매개변수를 Bayesian MCMC 기법을 통하여 최적화하여 산정된 매개변수의 사후분포를 활용하여 댐 유입량 시나리오 도출하였다. 댐 유역을 대상으로 개발된 모형을 평가한 결과 자연유량과 통계적으로 유사한 특성을 가지는 시나리오를 생성할 수 있었으며, 물수지 분석 등과 같은 수자원계획을 위한 시나리오로 활용이 가능할 것으로 판단된다.

• 한국농공학회논문집
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• 제53권2호
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• pp.67-74
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• 2011

This research focused on the investigation of runoff and nonpoint sources (NPS) pollution characteristics from small soil box plots treated by livestock waste composts. An indoor rainfall simulation was performed over the plots for 60 minutes. Simulated rainfall intensities were 32.4, 43.2, 50.3 and 57.1 mm/hr respectively. Slope of soil box plots was $10^{\circ}$ and $20^{\circ}$, respectively. Rainfall simulation replicated 5 times and the experiment was conducted every four days five times. As the slope of soil box increased, NPS pollution loads increased. And as rainfall intensity was increased from 32.4 to 57.1 mm/hr, NPS pollution loads gradually increased, too. Discharge of NPS pollution loads was the largest in the first simulation and thereafter decreased gradually. Discharged BOD load to the total applied load from $10^{\circ}$ plots, ranged 0.2 to 0.7 %, was 8.4 to 50.0 % lower than slope $20^{\circ}$ plots. When the application rate increased twice, the increase of pollution load was between 1.7~5.7 times. Analysis of Pearson's correlation coefficient showed that organic matter content in pig compost and NPS pollution loads were correlated well. While under liquid compost application, the correlation coefficients between them were not good. It was concluded that application of livestock resources need to consider long-term weather forecast and if necessary, NPS reduction measures must be preceded in order to reduce NPS pollution discharge.

• 물과 미래
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• 제14권4호
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• pp.27-34
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• 1981

The design flow of the urban strom drainage systems has been assessed largely on a basis of empirical relations between rainfall and runoff, and the rational formula has been widely used for the cities in our country. In order to estimate it more accurately, the urban runoff simulation model based on the RRl method has been developed and applied to the sample basin in this study. The rainfall hyetograph of the design stromfor the design flow has been obtained by the determination of the total rainfall and the temporal distributions of that rainfall. The total rainfall has been assessed from the empirical formula of rainfall intensity and the temporal distribution of that rainfall determined on the basis of Huff's method from the historical rainfall data of the basin. The virtual inflow hydrograph to each inlet of the basin has been constructed by computing the series of discharges in each time increment, using design strom hyetograph and time-area diagram. The actual runoff hydrograph at the basin outlet has been computed from the virtual inflow hydrographs by developing a relations between discharge and storage for the watershed. The discharge data for verification of the simulated runoff hydrograph are not available in the sample basin and so the sensitivity analysis of the simulation model has not been possible. The peak discharge for the design of drainage systems has been estimated from the computed runoff hydrograph at the basin outlet and compared to thatl obtained form the rational formula.

• 한국수자원학회논문집
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• 제41권7호
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• pp.747-759
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• 2008

본 연구에서는 관측강우의 통계특성 및 발생특성을 가장 적절하게 재현해 주는 강우모형을 선정하고자 하였다. 강우모형으로 Poisson과정에 근거한 점과정모형인 RPPM, NS-RPPM, modified NS-RPPM을 고려하여 모의자료에 대한 통계분석을 수행하였다. 그 결과, NS-RPPM과 modified NS-RPPM을 이용하여 모의된 자료가 여러 집성시간의 통계치를 적절하게 재현하였다. 또한 modified NS-RPPM을 이용하여 모의된 자료가 관측자료와 가장 유사한 발생특성을 가지는 것을 알 수 있었다. 특히, 홍수, 산사태 등 자연재해의 발생에 큰 영향을 주는 큰 강도를 가지는 강우를 관측치와 가장 유사하게 재현하였다. 모의된 강우사상의 총 강우량, 강우기간, 강우사상 간의 간격을 관측강우와 비교해본 결과 또한 modified NS-RPPM이 가장 좋은 결과를 보였다. 본 연구의 결과를 종합해 볼 때, 강우의 장기 모의를 위해 modified NS-RPPM을 이용하는 것이 가장 적절할 것으로 판단된다.

• 물과 미래
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• 제9권2호
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• pp.87-100
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• 1976

본 연구는 우리나라의 한강, 낙동강, 금강 및 영산강유역을 포함한 광역적인 하천유역에 있어서의 년 및 월유량과 항우량에 대하여 Correlogram 및 Spectrum 분석을 통한 시계열의 해석과 그 변동양상을 구명하고 이 특성을 기초로 해서 년 및 월수문량의 장기간의 Simulation을 위한 추계학적모델의 개발과 검토에 그 목적을 두었다. 먼저 수문량의 변동양상의 분석에 있어서는 미국, 유럽 및 호주대륙의 유량분석의 결과와 대비하면서 유량모집단의 표준편차($\sigma$)를 년유량의 대수평균치(L)에 대하여 지수함수의 관계식으로 표시하여 수자원량의 변동양상을 구명하였다. 다음 년수문량(유량 및 항우량)의 시계열의 각 성분을 알기 위하여 Correlogram 및 Spectral density분석을 행하였으며, 그 Simulation을 위한 단일이절 모델로서는 년수문량의 적정분포형인 대수정규분포와 Monte Carlo 방법에 기초를 둔 LN모델(Log-Normal Model)과 1차선형 자기회귀모델인 Markov모델을 설정하여 비교.검토하였다. 다음으로 월수문량(유량 및 항우량)의 시계열 및 추계학적 성분 역시 Correlogram 및 Spectral density분석에 의하여 구명하였으며, 그 Simulation에 있어서는 이 시계열특성과 낙동강 자료에 의하여 연구, 검토된 바 있는 상유천 월유량의 모의발생모델을 광역적으로 적용시키고 또한 월항우량에 대해서도 적용시켜서 이 모델의 적용성과 아울러 광역적인 월수문량의 모의발생모델을 확립토록 하였다.

• 한국방재학회:학술대회논문집
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• 한국방재학회 2008년도 정기총회 및 학술발표대회
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• pp.501-504
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• 2008

A non-homogeneous markov model which is able to simulate hourly rainfall series is developed for estimating reliable hydrological variables. The proposed approach is applied to simulate hourly rainfall series in Korea. The simulated rainfall is used to estimate the design rainfall and compared to observations in terms of reproducing underlying distributions of the data to assure model's validation. The model shows that the simulated rainfall series reproduce a similar statistical attribute with observations, and expecially maximum value is gradually increased as number of simulation increase.

• 상하수도학회지
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• 제27권3호
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• pp.313-324
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• 2013

It is widely known that untreated Combined Sewer Overflows (CSOs) that directly discharged from receiving water have a negative impact. Recent concerns on the CSO problem have produced several large scale constructions of treatment facilities, but the facilities are normally designed under empirical design criteria. In this study, several criteria for defining CSOs (e.g. determination of effective rainfall, sampling time, minimum duration of data used for rainfall-runoff simulation and so on) were investigated. Then this study suggested a standard methodology for the CSO calculation and support formalized standard on the design criteria for CSO facilities. Criteria decided for an effective rainfall was over 0.5 mm of total rainfall depth and at least 4 hours should be exist between two different events. An Antecedent dry weather period prior to storm event to satisfy the effective rainfall criteria was over 3 days. Sampling time for the rainfall-runoff model simulation was suggested as 1 hour. A duration of long-term simulation CSO overflow and frequency calculation should be at least recent 10 year data. A Management plan for the CSOs should be established under a phase-in of the plan. That should reflect site-specific conditions of different catchments, and formalized criteria for defining CSOs should be used to examine the management plans.

• 한국수자원학회논문집
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• 제45권7호
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• pp.657-674
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• 2012

본 연구에서는 용담댐 상류, 천천 시험유역을 대상으로 분포형 수문모형을 이용하여 강우의 공간분포 특성에 의한 유역에서의 침식 및 퇴적양상을 분석하고, 유출 및 유사량 모의결과에 미치는 영향을 분석하였다. 일반적으로 강우의 공간적 분포를 묘사하기 위해 사용되는 지점 강우 내삽기법(Thiessen Polygon: TP, Inverse Distance Weighting: IDW, Kriging) 및 레이더 강우 합성기법(Gauge-Radar ratio: GR, Conditional Merging: CM)을 이용하여 태풍으로 인한 3개의 집중호우 사상기간동안의 강우장을 생성한 후 각 기법들에 의해 생성된 강우장의 양적, 공간적 특성을 평가하였다. 또한, 각 기법별로 생성된 공간분포형 강우를 분포형 수문모형에 적용하여 강우의 공간분포에 따른 유역에서의 강우-유사-유출분석 및 유역에서의 침식 및 퇴적양상을 비교 분석하였다. 그 결과, 지상 우량계를 이용한 내삽기법의 경우 유사한 우량주상도 및 수문응답을 나타내었으며, 원시 레이더 자료 및 GR기법에 의한 결과는 각각 과소, 과대산정된 반면 CM기법은 레이더 강우의 공간적 특성을 유지하면서 양적으로도 개선된 결과를 보여주었다. 또한 양적으로 유사한 강우장임에도 불구하고, 각 기법에 의한 강우장의 공간적 특성으로 인하여 대상유역내 침식 및 퇴적양상은 매우 상이하게 나타났다.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2015년도 학술발표회
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• pp.439-439
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• 2015

The temporal and spatial relationship of the weather elements such as rainfall and temperature is closely linked to the streamflow simulation, especially, to the flood forecasting problems. For the study area, Imjin river basin, which has the specific characteristics in geography with river cross operation between North and South Korea, the meteorological information in the northern area is totally deficiency, lead to the inaccuracy of streamflow estimation. In the paper, this problem is solved by using the combination of global (such as soil moisture content, land use) and local hydrologic components data such as weather data (precipitation, evapotranspiration, humidity, etc.) for the model-driven runoff (surface flow, lateral flow and groundwater flow) data in each subbasin. To compute the streamflow in Imjin river basin, this study is applied the hydrologic model SURR (Sejong Univ. Rainfall-Runoff) which is the continuous rainfall-runoff model used physical foundations, originally based on Storage Function Model (SFM) to simulate the intercourse of the soil properties, weather factors and flow value. The result indicates the spatial variation in the runoff response of the different subbasins influenced by the input data. The dependancy of runoff simulation accuracy depending on the qualities of input data and model parameters is suggested in this study. The southern region with the dense of gauges and the adequate data shows the good results of the simulated discharge. Eventually, the application of SURR model in Imjin riverbasin gives the accurate consequence in simulation, and become the subsequent runoff for prediction in the future process.

• 대기
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• 제21권4호
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• pp.391-404
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• 2011

This study investigates the impact of cumulus parameterization scheme (CPS) with different horizontal grid sizes on the simulation of the local heavy rainfall case over the Korean Peninsula. The Weather Research and Forecasting (WRF)-based real-time forecast system of the Joint Center for High-impact Weather and Climate Research (JHWC) is used. Three CPSs are used for sensitivity experiments: the BMJ (Betts-Miller-Janjic), GD (Grell-Devenyi ensemble), and KF (Kain-Fritsch) CPSs. The heavy rainfall case selected in this study is characterized by low-level jet and low-level transport of warm and moist air. In 27-km simulations (DM1), simulated precipitation is overestimated in the experiment with BMJ scheme, and it is underestimated with GD scheme. The experiment with KF scheme shows well-developed precipitation cells in the southern and the central region of the Korean Peninsula, which are similar to the observations. All schemes show wet bias and cold bias in the lower troposphere. The simulated rainfall in 27-km horizontal resolution has influence on rainfall forecast in 9-km horizontal resolution, so the statements on 27-km horizontal resolution can be applied to 9-km horizontal resolution. In the sensitivity experiments of CPS for DM3 (3-km resolution), the experiment with BMJ scheme shows better heavy rainfall forecast than the other experiments. The experiments with CPS in 3-km horizontal resolution improve rainfall forecasts compared to the experiments without CPS, especially in rainfall distribution. The experiments with CPS show lower LCL(Lifted Condensation Level) than those without CPS at the maximum rainfall point, and weaker vertical velocity is simulated in the experiments with CPS compared to the experiments without CPS. It means that CPS suppresses convective instability and influences mainly convective rainfall. Consequently, heavy rainfall simulation with BMJ CPS is better than the other CPSs, and even in 3-km horizontal resolution, CPS should be applied to control convective instability. This conclusion can be generalized by conducting more experiments for a variety of cases over the Korean Peninsula.